Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 133
10 Fatigue test results and investigated specimens in artificial sea water . Fatigue
fractire surface The respective lengths and numbers of the corrosion pits and
fatigue cracks were measured and counted from enlarged photographs of the ...
10 Fatigue test results and investigated specimens in artificial sea water . Fatigue
fractire surface The respective lengths and numbers of the corrosion pits and
fatigue cracks were measured and counted from enlarged photographs of the ...
Page 134
14 Corrosion pits and corrosion fatigue cracks observed in S2 specimen . 0 50
100 150 200 250 300 350 400 Length of Corrosion Pit and Corrosion Fatigue
Crack ( um ) Fig . 16 Relationships between crack tip angle and length of
corrosion ...
14 Corrosion pits and corrosion fatigue cracks observed in S2 specimen . 0 50
100 150 200 250 300 350 400 Length of Corrosion Pit and Corrosion Fatigue
Crack ( um ) Fig . 16 Relationships between crack tip angle and length of
corrosion ...
Page 135
Surface layer ( n = 11 ) n : Number of pits and cracks Mid - Section ( n = 43 )
Aange of Strass Intensity Factor , AK ( Nummi 150 14 Length of Single Corrosion
På and Single Corrosion Fatigue Crack ( um ) Depth ( um ) Fig . 18 Range of
stress ...
Surface layer ( n = 11 ) n : Number of pits and cracks Mid - Section ( n = 43 )
Aange of Strass Intensity Factor , AK ( Nummi 150 14 Length of Single Corrosion
På and Single Corrosion Fatigue Crack ( um ) Depth ( um ) Fig . 18 Range of
stress ...
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Contents
OMAE2001MAT3010 | 1 |
OMAE2001MAT3011 | 11 |
OMAE2001MAT3013 | 17 |
Copyright | |
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Common terms and phrases
analysis applied assessment bending boundary buckling calculated Charpy compared components compressive considered controlled corrosion crack crack initiation critical CTOD curve cycle defects defined deformation derivatives determined developed direction discrete displacement distribution ductile crack dynamic effect element Engineering equation estimated evaluated experiments factors failure fatigue fatigue cracks field Figure finite element flexible FPSO fracture toughness function geometry grain growth higher impact increase inspection International joints layer length loading material maximum measured mechanical metal method microstructure node notch observed obtained offshore operation parameters performed phase pipe pipeline plastic plate predicted present pressure prestrained problem procedure range region respectively riser shown shows simulated specimens standard steel strain strength stress structures surface Table technique temperature tensile thickness weight weld yield